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BUILDING <br />RESTROOM 1 964 GPD v / <br />1500 GAL 964 GPD <br />RESTROOM 2 TANK <br />CLEAN-OUT <br />�' <br />A H -V I C"'r <br />t�� -°- <br />A�yw��°'Jol� <br />Ilk <br />RESERVE DRAIN FIELD - <br />NOT INSTALLED <br />INITIAL DRAIN FIELD <br />RESERVE AREA USES DISTANCE <br />uJ <br />no <br />oou_ <br />'pR D = 2p13 <br />1500 <br />CD <br />0 <br />GAL <br />w <br />< <br />�2 <br />w <br />BUILDING_j <br />INSPECTION <br />U C) <br />PROCESSING <br />0 <br />/ < <br />/19 --002W 7q Poe4W;r <br />RESERVE DRAIN FIELD - <br />NOT INSTALLED <br />INITIAL DRAIN FIELD <br />RESERVE AREA USES DISTANCE <br />964 GALLON/DAY PEAK DESIGN FLOW <br />ADVANTEX AX20N 2 -POD MODE 1A <br />TREATMENT STANDARD 1 <br />TYPE "B" 8OU_B APPLICATION RATE <br />35 LINEAL FEET OF TRENCH PER 150 GALLONS PER DAY <br />INITIAL''' ' ' DESIGN FLOW OF 984 GPD HAS 225 TOTAL LINEAL FEET OF <br />~�x�K� <br />,Waa}�+~^~ ABSORPTION SYSTEM <br />,[ RESERVE DRAIN FIELD WITH A DESIGN FLOW OF 1.067 GPO HAS 249 TOTAL LINEAL FEET <br />OFSORPT0N SYSTEM <br />5uo--a� <br />"oz_ <br />INITIAL DF RESERVE DF <br />TOTAL 225 LF 249 LF <br />225LFx(150gpd/35LF)=964gpd(IN[Tk4L) <br />An <br />uJ <br />no <br />oou_ <br />'pR D = 2p13 <br />~ <br />�N <br />CD <br />0 <br />MARION COUNTY <br />w <br />< <br />�2 <br />w <br />BUILDING_j <br />INSPECTION <br />U C) <br />| co <br />0 <br />/ < <br />/19 --002W 7q Poe4W;r <br />CNI <br />964 GALLON/DAY PEAK DESIGN FLOW <br />ADVANTEX AX20N 2 -POD MODE 1A <br />TREATMENT STANDARD 1 <br />TYPE "B" 8OU_B APPLICATION RATE <br />35 LINEAL FEET OF TRENCH PER 150 GALLONS PER DAY <br />INITIAL''' ' ' DESIGN FLOW OF 984 GPD HAS 225 TOTAL LINEAL FEET OF <br />~�x�K� <br />,Waa}�+~^~ ABSORPTION SYSTEM <br />,[ RESERVE DRAIN FIELD WITH A DESIGN FLOW OF 1.067 GPO HAS 249 TOTAL LINEAL FEET <br />OFSORPT0N SYSTEM <br />5uo--a� <br />"oz_ <br />INITIAL DF RESERVE DF <br />TOTAL 225 LF 249 LF <br />225LFx(150gpd/35LF)=964gpd(IN[Tk4L) <br />An <br />